Expansion of the breakwater in the South-Southeast direction, through all-one quarry and concrete quay, to reduce the bustle in the dock. The new end is located approximately 70 meters from the position of the current one, at an approximate depth of -6.0 meters (C.H).


The protection mantle of the exterior slope is covered by cubic concrete blocks of 25 tons, and the internal one by a layer of 6-ton riprap.


For design wave condition, the level of crest guarantees that there is no structural damage to the breakwater.


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